CN102235045A - Wall building method for casting non-bearing wall on site - Google Patents
Wall building method for casting non-bearing wall on site Download PDFInfo
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- CN102235045A CN102235045A CN2010101694469A CN201010169446A CN102235045A CN 102235045 A CN102235045 A CN 102235045A CN 2010101694469 A CN2010101694469 A CN 2010101694469A CN 201010169446 A CN201010169446 A CN 201010169446A CN 102235045 A CN102235045 A CN 102235045A
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Abstract
The invention discloses a wall building method for casting a non-bearing wall on site. The wall building method comprises the following steps of: correspondingly fixing strip modules with equal length on the ground and the roof/beam up and down, vertically fixing templates and die columns between the ground and the roof/beam by using the modules as support and using the match of bolts, sleeves and nuts to form a 'die box' of the cast wall, pumping concrete into the 'die box' through a machine, and continuously casting various walls without gaps. The wall building method has the advantages of simplicity in the construction process, oneness in the templates, high construction speed and low labor intensity of workers; and the die is easily detached and can be reused. The cast wall is vertical, flat and free from joints, does not need to be plastered, and can be directly finished or stuck with wallpaper for use.
Description
Technical field
The invention belongs to building field, relate to a kind of wall method of building that is used for cast-in-site non body construction.
Background technology
Build up the body of wall mode at present and have three kinds substantially: first kind is traditional folded mode of block, is about to brick or similar building block and forms with cementitious bond.This one-tenth wall mode speed of application is slow, and job site rubbish is many and be difficult to cleaning; Second kind is earlier to become various macroplates in plant produced, and then becomes wall to assembled on site, and this one-tenth wall mode has overcome the shortcoming of first kind of one-tenth wall mode, but the junction crack occurs and can't solve well all the time between the plate; The third is that the mode of cast-in-site becomes wall.At present to water injection molding method be to saw plate, assembly unit at the scene to existing concrete, and iron nail is fixed even freezed etc., its working procedure complexity, molding speed is slow, and labour intensity is big, and damages template easily when form removal, template is difficult to be repeatedly used, and can't realize building the wall pipelining.Particularly template is installed built on the sand, installs time-consumingly, can't build the wall operation fast and reliablely.
Summary of the invention
The technical problem to be solved in the present invention is to overcome the deficiencies in the prior art, and a kind of wall method of building that is used for cast-in-site non body construction is provided, and can build the wall operation fast and reliablely.
Another technical problem that the present invention will solve provides a kind of wall method of building that is used for cast-in-site non body construction, thereby can realize on-the-spot disposable " streamline " production operation mode of cast rapidly and efficiently, fast, efficiently build up the high-quality body of wall.
Technical scheme of the present invention is: a kind of wall method of building that is used for the cast-in-site non-bearing wall body, and its characteristics are: at first prepare some isometric bar shaped modules 6, template 1 with holes, mould post 5 with holes, some parts that fasten that are located in the hole; Successively bar shaped module 6 is fixed in ground and terrace/Liang Mianshang up and down accordingly then; Template with holes 1 or mould post 5 are close to an end of bar shaped module 6, lay perpendicular to ground, by the fixing strong point of bar shaped module 6 as template or mould post; Securing member is passed hole on template 1 or the mould post 5, put the sleeve pipe 4 with bar shaped module 6 equal lengths again, decide the thickness of cast-in-site body of wall by the length of bar shaped module 6 and sleeve pipe 4; Another piece template 1 or mould post 5 being close to the other end of bar shaped module 6 lays perpendicular to ground, and allow the other end of the above-mentioned securing member 2 that passes a template 1 or mould post 5 pass the hole of this template 1 or mould post 5, fixing by nut 3, form body of wall " mold box "; Will be various concrete add in " mold box " and pour into a mould, treat concrete setting a period of time after, form removal can obtain the smooth and vertical body of wall of surfacing.
In the said method, by being fixed in bar shaped module 6 on ground and the terrace/beam up and down accordingly, the two ends of special-shaped template 1 or mould post 5 being close to bar shaped module 6, can be by bar shaped module 6 and the special-shaped template of fixedly conduct of terrace/beam or the strong point of mould post, supporting role by sleeve pipe 4 simultaneously is connected with ground and terrace/beam face formation, thereby form perpendicular to ground and the smooth smooth body of wall of inner surface " mold box ", realize the modeling of fast and reliable ground and build the wall operation.The module of bar shaped simultaneously 6 plays strengthens bonding strength between body of wall and the main body, improves body of wall fastness and shock resistance.Decide the thickness of cast-in-site body of wall in addition by the length of bar shaped module 6 and sleeve pipe 4.
Above build wall and can in " mold box ", pump into concrete by mechanical, and the concrete natural coagulation.
Before fluid concrete in " mold box ", in " mold box ", add sound insulation, heat-insulation and heat-preservation material; Perhaps in the concrete of cast, add sound insulation, heat-insulation and heat-preservation material.
After installing bar shaped module 6, along the body of wall bearing of trend gauze wire cloth is set in the position of building wall, the upper end of gauze wire cloth is fixed on terrace or the beam face, and the lower end of gauze wire cloth fixes on the ground.
In addition, described template is special-shaped template; Each special-shaped template comprises the forming part of moulding body of wall and divides first connecting portion and second connecting portion that is located at the forming part both sides, described second connecting portion has a space that holds first connecting portion insertion of back one special-shaped template, first connecting portion of back one special-shaped template inserts in the space of last special-shaped template second connecting portion, and assembling is finished the forming part of the forming part of the back special-shaped template in back and last special-shaped template in same plane or curved surface.
Described mould post is special-shaped mould post, comprises forming part and at least two connecting portions adjacent with forming part, and described connecting portion is connected with first connecting portion of special-shaped template respectively.
Described " mold box " comprises special-shaped template and the one or more special-shaped mould post more than two at least; Described special-shaped template comprises the forming part of moulding wall plane and divides first connecting portion and second connecting portion that is located at the forming part both sides, described second connecting portion has a space that holds first connecting portion insertion of back one special-shaped template, and described special-shaped mould post comprises forming part and at least two second connecting portions adjacent with forming part at moulding body of wall turning; At least wherein the first pontes of two special-shaped templates does not insert in the space of special-shaped mould post second connecting portion, and first connecting portion of adjacent different pattern plate inserts in the space of aforementioned special-shaped template second connecting portion.
The upper end of described special-shaped template and special-shaped mould post contacts with terrace or beam face, and the lower end of special-shaped template and special-shaped mould post contacts with ground.
On the described body of wall short transverse, the upper end of the special-shaped template of the top contacts with terrace or beam face, and the lower end of the special-shaped template of below contacts with ground.
Described securing member is bolt or screw.
Therefore, utilize the wall method of building of the present invention, can be with some at plant produced good special-shaped template with holes, mould post, and isometric module, sleeve pipe, utilize the beam column/ground/terrace of building main body frame, assemble at the construction field (site).At first module is fixed in ground and terrace/Liang Mianshang up and down accordingly, by the cooperation of sleeve pipe, bolt and nut, supports then, described special-shaped template, mould post are fixed between ground and the terrace, form the wall construction mould by module, sleeve pipe.By mechanical pump various light weight concrete constructions are sent in the wall construction mould, treat that light weight concrete construction solidifies substantially after, unclamp bolt, nut, sleeve pipe, take described special-shaped template, mould post, sleeve pipe apart and get final product.Compared with prior art, advantage of the present invention is:
1, no matter how wide body of wall is how high,, how thick, can be by between the special-shaped template or mold box of the assembly unit moulding of special-shaped template and special-shaped mould post, thereby disposal pouring is shaped, thoroughly solve the seam problem of body of wall, and body of wall is vertical, smooth need not plaster, directly come into operation behind cover or the wallpapering work;
2, owing to be provided with module, so connect into the interlock of " recessed " font between the ground of body of wall and building and the terrace/beam, improved the anti-seismic performance of body of wall greatly;
3, can be by the batch production production mould, the on-the-spot installation, thus can carry out the operation of " streamline " formula, construction is simple, has greatly improved efficiency, provides the realization approach for realizing that batch production production builds a house.
Labour intensity is little when 4, constructing, and ground is clean and tidy, no building waste.
5, by in filling materials for wall body, adding sound insulation, heat-insulation and heat-preservation material or other environment-friendly materials, can disposablely build up various functional bodies of wall, as noise barrier, insulated wall etc.
6, template, mould post can be reused, and have saved the social resources and the energy greatly.
7, building waste can be made packing material and use, for recycling of building waste provides the realization approach.
8, assembling " mold box " is installed gauze wire cloth additional before between ground and terrace or beam face, and then cast, and it is more firm to make that wall is connected with building body, has very high anti-vibration resistance.
Description of drawings
Fig. 1 is the special-shaped template stereogram of the tabular of the present invention's employing of building wall method;
Fig. 2 is the special-shaped template stereogram of the arc of the present invention's middle employing of building wall method;
Fig. 3 is the vertical view of Fig. 2;
Fig. 4 is that the present invention builds another arc formwork stereogram that wall method adopts;
Fig. 5 is the upward view of Fig. 4;
Fig. 6 is the mould post stereogram of the present invention's employing of building wall method;
Fig. 7 is used for first kind of " mold box " structural representation building wall method of the present invention;
Fig. 8 is used for second kind of " mold box " structural representation that the present invention builds wall method;
Fig. 9 is used for the third " mold box " structural representation that the present invention builds wall method;
Figure 10 is used for the 4th kind of " mold box " structural representation that the present invention builds wall method;
Figure 11 utilizes the sectional drawing of building the non-bearing wall body of wall method cast-in-place shaping of the present invention;
Figure 12 is the sectional drawing that utilizes the thickness direction of the non-bearing wall body of building the wall method cast-in-place shaping of the present invention.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, xenotype mold of the present invention is described in further details.
Embodiment one
Shown in accompanying drawing 1～6,11,12, be special-shaped template 1 and the special-shaped mould post of producing by batch production 5.Be the stereogram of the special-shaped template 1 of tabular as shown in Figure 1, it comprises the forming part 1a of moulding body of wall and divides the first connecting portion 1b and the second connecting portion 1c that is located at forming part 1a both sides, the second connecting portion 1c has a space 1d who holds first connecting portion insertion of back one special-shaped template, certainly this space is not limited to the shape shown in the accompanying drawing, can be other the shape as V-arrangement or U-shaped.First connecting portion of back one special-shaped template inserts among the space 1d of the last special-shaped template second connecting portion 1c, and the forming part 1e of the back special-shaped template in back and the forming part 1a (as shown in Figure 7) in same plane of last special-shaped template are finished in assembling.
Fig. 2～Fig. 5 is the schematic diagram of the special-shaped template of arc, is mainly used in the metope of moulding arc.Its architectural feature is identical with the special-shaped template 1 of tabular.When two special-shaped templates all were arc, first connecting portion of back one special-shaped template inserted in the space of last special-shaped template second connecting portion, and assembling is finished the forming part 1a of the forming part of the back special-shaped template in back and last special-shaped template in same curved surface.The special-shaped template and the special-shaped template of arc that can certainly be the one flat plate shape are spliced mutually.
Figure 6 shows that the special-shaped mould post 5 that is used for moulding metope turning, according to the forming part 5a shape difference of mould post 5, it can moulding right angle corner (as shown in accompanying drawing 6), also can moulding arc turning, and also can moulding acute angle or turning, obtuse angle.Special-shaped mould post also comprises at least two connecting portion 5bs adjacent with forming part 5a, and the first connecting portion 1b of the special-shaped template 1 that connecting portion 5b is different with two respectively is connected.
Shown in accompanying drawing 11,12, the upper end of special-shaped template 1 and special-shaped mould post 5 contacts with terrace or beam face, and the lower end of special-shaped template 1 and special-shaped mould post 5 contacts with ground.Form moulding body of wall corresponding mutually die unit A, B by special-shaped template 1 of above-mentioned polylith and special-shaped mould post 5, between corresponding mutually die unit A, B, be provided with the module identical 6 with its spacing, module 6 is fixedly connected on ground and terrace or the beam face, and the two ends of module are overhead A, B on corresponding mutually die unit respectively.And it is corresponding with module 6 upper-lower positions on being fixed on terrace or beam face to be fixed on the module 6 on ground.Mutually corresponding die unit A, B are provided with corresponding hole, and between corresponding mutually die unit A, B sleeve pipe 4 are set, pass hole and sleeve pipe 4 on die unit A, the B by bolt 2 after, fixedly connected by nut 3.
As shown in Figure 7, present embodiment is cast-in-site "-" font non-bearing wall body construction mould combining structure and job practices.
The first step, on ground and end face/Liang Mianxia find the fixed point of several modules 6, module 6 is fixed in ground and end face/Liang Mianxia respectively symmetrically;
In second step, the special-shaped template 1 that plant produced is good is close to an end of module 6, and is vertical and floor mounted is good;
The 3rd step, passing above-mentioned template 1, sleeve pipe 4 successively with bolt 2 cooperates the special-shaped template 1 with another side to be fixed in the opposite of above-mentioned template 1 with nut 3, by above-mentioned installation, support by module 6 conducts of being fixed in ground and end face/beam face, will be securely between location and ground and the end face/beam in the special-shaped template 1 of opposite face, repeated for the 3rd step as required, thereby form non body construction " mold box ";
The 4th step pumped into various concrete in " mold box " by machinery, carried out the cast-in-site body of wall.Treat that concrete condenses after a period of time naturally, pulls down mould and gets final product.
In order to strengthen bonding strength, between per two opposed special-shaped templates, there have some bolts 2, sleeve pipe 4 to cooperate with nut 3 to be fixing.
Embodiment two
As shown in Figure 8, present embodiment is cast-in-site " T " font non-bearing wall body construction mould combining structure and job practices.
The first step, second step go on foot identical with embodiment one first step, second, the 3rd step, two interior corners at " T " font, load onto the special-shaped mould post 5 of the present invention, and the connecting portion by special-shaped mould post 5 and the different special-shaped template 1 of vertical and horizontal setting be bumped into and connect and fix, and cooperates with nut 3 with bolt 2, sleeve pipe 4 and fixes.Other structure of present embodiment and job practices are identical with embodiment one.
Embodiment three
As shown in Figure 9, present embodiment is cast-in-site right angle type non-bearing wall body construction mould combining structure and job practices.
The first step, second step are identical with embodiment one first step, second step, the 3rd step, in interior corner, with special-shaped mould post 5 with vertically and two laterally adjacent special-shaped templates 1 cooperate by bolt 2, sleeve pipe 4 and nut 3 and fix; At the place, exterior angle, adjacent in length and breadth right angle " L " shape template is directly docked special-shaped template 1, cooperates fixing by bolt 2, sleeve pipe 4 and nut 3.Other structure of present embodiment is identical with embodiment one with job practices.
Embodiment four
Shown in figure 20, present embodiment is " ten " font non-bearing wall body construction mould combining structure and job practices.
The first step is identical with embodiment one first step, second step, and find the fixed point of plurality of modules 6 at the ground and the end face of four corners of " ten " font body of wall, and fix module 6, four special-shaped mould posts 5 are fixed; In the 3rd step, with two special-shaped templates 1 in length and breadth, insert in the space of second connecting portion of special-shaped mould post 5 and be connected, cooperate fixing by bolt 2, sleeve pipe 4 and nut 3.Other structure of present embodiment is identical with embodiment one with job practices.
Among the above embodiment, the upper end of special-shaped template 1 and special-shaped mould post 5 all is to contact with terrace or beam face, and the lower end of special-shaped template 1 and special-shaped mould post 5 contacts with ground.But in fact, in short transverse, special-shaped template 1 and special-shaped mould post 5 also can splice by connecting portion, promptly also can be that the upper end of the special-shaped template 1 of the top on the short transverse contacts with terrace or beam face, and the lower end of the special-shaped template 1 below contacts with ground.Therefore vocabulary such as the both sides of indication, upper end, lower end do not have and are confined to conventional understanding among the application, and should be as a kind of relative explanation, with respect to the difference of reference direction and difference.Therefore everyly on basis of the present invention, be equal to replacement, all should be considered as falling into its protection domain.
Claims (10)
1. wall method of building that is used for the cast-in-site non-bearing wall body, its characteristics are: at first prepare some isometric bar shaped modules 6, template 1 with holes, mould post 5 with holes, some parts that fasten that are located in the hole; Successively bar shaped module 6 is fixed in ground and terrace/Liang Mianshang up and down accordingly then; Template with holes 1 or mould post 5 are close to an end of bar shaped module 6, lay perpendicular to ground, by the fixing strong point of bar shaped module 6 as template or mould post; Securing member is passed hole on template 1 or the mould post 5, put the sleeve pipe 4 with bar shaped module 6 equal lengths again, decide the thickness of cast-in-site body of wall by the length of bar shaped module 6 and sleeve pipe 4; Another piece template 1 or mould post 5 being close to the other end of bar shaped module 6 lays perpendicular to ground, and allow the other end of the above-mentioned securing member 2 that passes a template 1 or mould post 5 pass the hole of this template 1 or mould post 5, fixing by nut 3, form body of wall " mold box "; Will be various concrete add in " mold box " and pour into a mould, treat concrete setting a period of time after, form removal can obtain the smooth and vertical body of wall of surfacing.
2. the wall method of building according to claim 1 is characterized in that: pump into concrete by machinery, and the concrete natural coagulation.
3. the wall method of building according to claim 1 is characterized in that: before fluid concrete in " mold box ", add sound insulation, heat-insulation and heat-preservation material in " mold box "; Perhaps in the concrete of cast, add sound insulation, heat-insulation and heat-preservation material.
4. the wall method of building according to claim 1 is characterized in that: after installing bar shaped module 6, along the body of wall bearing of trend gauze wire cloth is set in the position of building wall, the upper end of gauze wire cloth is fixed on terrace or the beam face, and the lower end of gauze wire cloth fixes on the ground.
5. according to each described wall method of building of claim 1～4, it is characterized in that: described template is special-shaped template; Each special-shaped template comprises the forming part of moulding body of wall and divides first connecting portion and second connecting portion that is located at the forming part both sides, described second connecting portion has a space that holds first connecting portion insertion of back one special-shaped template, first connecting portion of back one special-shaped template inserts in the space of last special-shaped template second connecting portion, and assembling is finished the forming part of the forming part of the back special-shaped template in back and last special-shaped template in same plane or curved surface.
6. according to each described wall method of building of claim 1～4, it is characterized in that: described mould post is special-shaped mould post, comprises forming part and at least two connecting portions adjacent with forming part, and described connecting portion is connected with first connecting portion of special-shaped template respectively.
7. according to each described wall method of building of claim 1～4, it is characterized in that: described " mold box " comprises special-shaped template and the one or more special-shaped mould post more than two at least; Described special-shaped template comprises the forming part of moulding wall plane and divides first connecting portion and second connecting portion that is located at the forming part both sides, described second connecting portion has a space that holds first connecting portion insertion of back one special-shaped template, and described special-shaped mould post comprises forming part and at least two second connecting portions adjacent with forming part at moulding body of wall turning; At least wherein the first pontes of two special-shaped templates does not insert in the space of special-shaped mould post second connecting portion, and first connecting portion of adjacent different pattern plate inserts in the space of aforementioned special-shaped template second connecting portion.
8. the wall method of building according to claim 7 is characterized in that: the upper end of described special-shaped template and special-shaped mould post contacts with terrace or beam face, and the lower end of special-shaped template and special-shaped mould post contacts with ground.
9. the wall method of building according to claim 7 is characterized in that: on the described body of wall short transverse, the upper end of the special-shaped template of the top contacts with terrace or beam face, and the lower end of the special-shaped template of below contacts with ground.
10. the wall method of building according to claim 7 is characterized in that: described securing member is bolt or screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101694469A CN102235045A (en) | 2010-04-30 | 2010-04-30 | Wall building method for casting non-bearing wall on site |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101694469A CN102235045A (en) | 2010-04-30 | 2010-04-30 | Wall building method for casting non-bearing wall on site |
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| CN102235045A true CN102235045A (en) | 2011-11-09 |
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| CN2010101694469A Pending CN102235045A (en) | 2010-04-30 | 2010-04-30 | Wall building method for casting non-bearing wall on site |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589959A (en) * | 2017-12-22 | 2018-09-28 | 思力佳特种环保材料（深圳）有限公司 | A kind of building non-load bearing wall cast-in-place method |
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| CN201424807Y (en) * | 2009-05-12 | 2010-03-17 | 蒋胜鹏 | Non-bearing cast-in-situ wall body hollow construction mold |
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| CN1075183A (en) * | 1992-02-01 | 1993-08-11 | 吉安市特种建筑工程队 | Cement built-up shuttering and using method thereof |
| DE10222907A1 (en) * | 2001-02-26 | 2003-03-13 | Domres Kai | Shuttering for constructing building foundation, has side wall braced by buttress against external pressure |
| CN2531031Y (en) * | 2002-03-29 | 2003-01-15 | 蒋胜鹏 | Non bearing wall body construction mould |
| WO2008019463A1 (en) * | 2006-08-18 | 2008-02-21 | Sirewall Inc. | Formwork and method for constructing rammed earth walls |
| CN101260693A (en) * | 2007-03-09 | 2008-09-10 | 刘文博 | Cast-in-situ light weight composite wall and its architecture construction method |
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| CN108589959A (en) * | 2017-12-22 | 2018-09-28 | 思力佳特种环保材料（深圳）有限公司 | A kind of building non-load bearing wall cast-in-place method |
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Application publication date: 20111109 |